[1]SONG Bao-qiang,REN Guang-ming,WANG Wei-zao.Applied Research of Anti-slide Pile Optimization Design in the Slope[J].Research of Soil and Water Conservation,2007,14(01):196-197,201.
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Applied Research of Anti-slide Pile Optimization Design in the Slope
Research of Soil and Water Conservation[ISSN 1005-3409/CN 61-1272/P] Volume:
14
Number of periods:
2007年01期
Page number:
196-197,201
Column:
Public date:
1900-01-01
- Title:
- Applied Research of Anti-slide Pile Optimization Design in the Slope
- CLC:
- P642.22
- DOI:
- -
- Abstract:
- A new anti-slide pile optimization method is presented based on the conventional residual thrust method. Take the slope located in south of the Meigu county for an example, it explains the main treatment methed. It analyses the slope stability in the state of natural condition with the residual thrust method and new anti-slide pile optimization method. The result shows that the slope is at near the slippery condition when the designed safety coefficient is 1.15.Therefore, the corresponding reinforcement measure should be taken. At last, the anti-slippery pile design proposal is recommended, and it is already implemented in the slope of Meigu successfully.
- References:
-
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[5] 郑颖人,赵尚毅.用有限元强度折减法求边(滑) 坡支挡结构的内力[J].岩石力学与工程学报,2004,23(20):3 355-3 358.
[6] 聂文波,张利洁,胡江运.滑坡治理中抗滑桩设计推力计算探讨[J].岩石力学与工程学报,2004,23(增2):5 050-5 052.
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Last Update:
1900-01-01